4.7 Article

Experimental investigation on the development of pore clogging in novel porous pavement based on polyurethane

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 258, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.120378

Keywords

Polyurethane Binder; Clogging Mechanism; X-ray Computed Tomography; Pore Microstructures; Aachen Polishing Machine

Funding

  1. National Natural Science Foundation of China [51978034, 51678028]
  2. Beijing University of Civil Engineering and Architecture's Beijing Advanced Innovation Center for Future Urban Design's major scientific and technological project Technology and Application of Disaster Reduction and Emission Reduction for Major Road Proje [X18159]
  3. National Key Research and Development Program of China [2018YFB1600100]
  4. German Research Foundation [OE 514/4-2, FOR2089/2]

Ask authors/readers for more resources

Permeable pavements are often affected by pore clogging, which leads to their functional failure and reduced service life. However, the clogging mechanism and its impact on the permeability and complex pore microstructures in pervious pavement remains unclear. The aim of current study is to quantify the clogging behavior in pervious pavement materials (PPMs) and carry out investigations on the develop-ment of pore characteristics and permeability. Novel Polyurethane bound Pervious Mixture (PUPM) were adopted for comparative study in present research with conventional Porous Asphalt (PA). The Aachen Polishing Machine (APM) was selected to perfectly serve as a simulator for clogging process of pavement in the actual service condition. The permeability and pore microstructure of the pervious pavement material was then characterized by using the self-developed permeameter and X-ray Computed Tomography (CT) scanning respectively. The development of pore characteristics in terms of clogging was experimentally illustrated. The developed experiments and analysis can further strengthen the understanding of the clogging mechanism within the porous pavement material. The results can also serve for the optimization of the pervious pavement design in the engineering application. (c) 2020 Elsevier Ltd. All rights reserved.

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